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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The effective length of a compression member of length L, held in position and restrained in direction at both ends, is


  • Options
  • A. L
  • B. 0.67 L
  • C. 0.85 L
  • D. 1.5 L
  • E. 2 L

  • Correct Answer
  • 0.67 L 


  • Steel Structure Design problems


    Search Results


    • 1. The bending moment for filler joists at the middle of at intermediate span, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 2. The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as

    • Options
    • A. bending moment
    • B. moment of resistance
    • C. flexural stress moment
    • D. none of these.
    • Discuss
    • 3. A major beam in a building structure, is known as

    • Options
    • A. a girder
    • B. a floor beam
    • C. a main beam
    • D. all the above.
    • Discuss
    • 4. For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of

    • Options
    • A. the section
    • B. the section plus area of rivet holes
    • C. the section minus area of rivet holes
    • D. tthe section multiplied by the area of the rivet hole.
    • Discuss
    • 5. If the slenderness ratio is greater than 160, the allowable stress in axial compression is multiplied by a factor (1.2 - (l/xy) where x is

    • Options
    • A. 200
    • B. 400
    • C. 600
    • D. 800
    • E. 1000
    • Discuss
    • 6. The rivets which are heated and then driven in the field, are known

    • Options
    • A. power driven shop rivets
    • B. power driven field rivets
    • C. hand driven rivets
    • D. cold driven rivets
    • E. field rivets.
    • Discuss
    • 7. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed

    • Options
    • A. 180
    • B. 200
    • C. 250
    • D. 300
    • E. 350
    • Discuss
    • 8. An axial loaded column is supported on a slab base whose projection is 8 cm. If the intensity of pressure from concrete is 40 kg/cm2 and allowable bending stress in slab base is 1890 kg/cm2, the thickness (t) of the slab base, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 9. The most commonly used sections in lateral system to carry shear force in built up columns, are

    • Options
    • A. rolled steel flats
    • B. rolled angles
    • C. rolled channels
    • D. all the above.
    • Discuss
    • 10. The maximum axial load which is just sufficient to keep a column in a small deflected shape, is called

    • Options
    • A. crippling load
    • B. buckling load
    • C. critical load
    • D. all the above.
    • Discuss


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